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NOTES TO THE INSPECTOR/CONTRACTOR <br />#5 CORNER BAR W/ 30" LAP FOR EACH <br />COURSE OF BOND BEAM <br />VERTICAL REBAR WI 10" HOOK <br />30" TYPICAL <br />#5 BAR IN BOND BEAM <br />CORNER <br />REINFORCING OF BOND BEAM <br />SCALE: 3/4"=1'-O" <br />PLACE STEEL <br />REINFORCING (1-2) <br />AS DEPICTED HEREIN. <br />F - FILLED WI GROUT <br />U = UNFILLED <br />1. PLACE LINTEL ACROSS TOP OF OPENING. <br />2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. <br />3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING <br />HEIGHT. <br />4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND <br />STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST <br />TWO COURSES ARE BOND BEAMS WITH A 95 BAR IN EACH COURSE. <br />5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM <br />COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL <br />REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE <br />TOP OF THE LINTEL. <br />6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. <br />- WIDTH #OF#SS, IN BOND <br />BEAM COURSE <br />16-1 T/1 �/c B <br />NOMINAL�� <br />9 Q� HEIGHT # OF #5'S, TOP <br />IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE <br />THAT XFXX -1T/1 W08 INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM <br />AND XFXX- 1T/OWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL <br />IT IS THIS ENGINEER'S INTENT <br />AND XUXX-1T/1MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED <br />LINTEL <br />WINDOW <br />PRECAST <br />WINDOW e. <br />SILL Z <br />g 'SLOPE <br />TYPICAL MASONRY WINDOW <br />SILL CONSTRUCTION <br />SCALE 1� <br />BOND BEAM <br />* 8 <br />1#5 <br />TYR 81x16' (p <br />BOND BEAM <br />�� $$"" 1#5 <br />8x16 DBL. BOND TOP OF <br />BEAM W/ (1) #5 BAR BOND BEAM <br />EACH COURSE <br />8x8 BOND BEAM <br />TOP OF <br />W/(1)#5 BAR <br />,y. BOND BEAM <br />GROUT SOLID FROM <br />OP <br />LINTEL TO TOP OF BOND <br />OF OPENING <br />BEAM, IF FILLED LINTEL. <br />SEE NOTE 5 <br />Sx8 PRE -CAST CONCRETE <br />LENGTH OF BARWIDTH OF <br />MASONRY <br />OPENING-2" <br />BEAM DESIGNATION <br />OR <br />.f <br />SX8 PRE -CAST CONCRETE <br />LINTEL, W/O STEEL (Li) REFER <br />TO PLAN FOR LOCATIONS <br />PRECAST HEADER(MIN) — <br />2x4 (MIN 2 X 3)13I16 <br />TAPCON OR DRIVE PIN <br />SHANK SIZE.145 MIN H <br />SIZE .300 MIN EMBEDN <br />1/4") 8" FROM EACH EN <br />18" O.C. MAX. MIN 1-114 <br />EMBEDMENT <br />2x6 (MIN 2 X 3) 2.a116 T <br />OR DRIVE PIN (MIN SR <br />SIZE.145 MIN HEAD SR <br />MIN EMBEDMENT 1 1/4 <br />FROM EACH END AND <br />O.C. MAX. MIN 1-1/4" <br />EMBEDMENT <br />2x8 (MIN 2 X 3) 2-W16 <br />TAPCON OR DRIVE PIN <br />SHANK SIZE.145 MIN H <br />SIZE .300 MIN EMBEDN <br />1/4") 8" FROM EACH EN <br />18" O.C. MAX. MIN 1-114 <br />EMBEDMENT <br />5 ARCHWAY FRAMING DETAIL <br />GLE #5 <br />FILLED TURNED DOWNLED CELLORNER � BOND. BEAM <br />BAR, 30x30 TURNED UP <br />OR INTO STEEL REINF. OF <br />PROVIDE #5 BAR <br />AT EACH SIDE <br />STEEL REINF. OF OF ELEVATION <br />BOND.BEAM CHANGE <br />CHANGE IN <br />ELEVATION OF BOND BEAM <br />SCALE: 3/4•=1'-0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />ww W.aDdesiplgrouP.com <br />L AA #: 0003325 <br />Y <br />V <br />rpluNT 07/27/20 <br />ScAum- 1/4"=1'-0" <br />SHEET <br />S2.1A <br />